y = 30 kN %3D 4 m 3 m 3 m D = 20 mm E A В D Cp = 40 kN • m
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.3.10P: Solve the preceding problem if F =90 mm, F = 42 kN, and t = 40°MPa
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Show the shear and moment diagram, maximum bending stresses (tension & compression), and maximum shear stress in the beam.
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